Share:

EAGER STREET over CENTRAL BOOKING PARKING

Map 

Coordinates:
+39.30000, -76.61667
39°17'60" N, 76°37'00" W
Source: National Bridge Inventory (1992, 2000, 2010 editions)
Information not verified. Use at your own risk.

Facts 

Name:EAGER STREET over CENTRAL BOOKING PARKING
Structure number:200000BC1502010
Location:0.2 MI E OF GREENMOUNT AV
Route classification:Collector (Urban) [17]
Length of largest span:73.2 ft. [22.3 m]
Total length:76.1 ft. [23.2 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:69.6 ft. [21.2 m]
Vertical clearance below bridge:17.1 ft. [5.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1913
Year reconstructed:1990
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

2010 Inspection 

Status:Open, no restriction [A]
Average daily traffic:6,020 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.4
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$10,000

2000 Inspection 

Status:Open, no restriction [A]
Average daily traffic:5,227 [as of 1994]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Scour condition:Bridge not over waterway. [N]
Operating rating:48.5 tons [44.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:98.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$4,000

1992 Inspection 

Status:Posted for load [P]
Average daily traffic:5,227 [as of 1988]
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Scour condition:Scour calculation/evaluation has not been made. [6]
Operating rating:27.7 tons [25.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:93.6